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Site Based Stormwater Management Plan
Original PDF page 38, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Diversion LowFlow100mm from Site to Detention Basin to Basin Outlet Diversion MidFlow100mm from Site to Detention Basin to Basin Outlet Diversion High_outlet100mm from Site to Detention Basin to Basin Outlet
ECN_63pct_15min_10[Max 0.040] ECN_0.5EY_15min_10[Max 0.044] ECN_63pct_15min_10[Max 0.011] ECN_0.5EY_15min_10[Max 0.020] ECN_63pct_15min_10[Max 0.002] ECN_0.5EY_15min_10[Max 0.012]
ECN_0.2EY_15min_10[Max 0.049] ECN_10pct_15min_10[Max 0.051] ECN_0.2EY_15min_10[Max 0.028] ECN_10pct_15min_10[Max 0.032] ECN_0.2EY_15min_10[Max 0.022] ECN_10pct_15min_10[Max 0.027]
ECN_5pct_15min_10[Max 0.054] ECN_2pct_15min_10[Max 0.054] ECN_5pct_15min_10[Max 0.036] ECN_2pct_15min_10[Max 0.037] ECN_5pct_15min_10[Max 0.032] ECN_2pct_15min_10[Max 0.032]
ECN_1pct_15min_10[Max 0.057] ECN_1pct_15min_10[Max 0.040] ECN_1pct_15min_10[Max 0.036]
0.040
0.055 0.035
0.050 0.035
0.030
0.045
0.030
0.040 0.025
0.035 0.025
0.020
Flow
Flow
Flow
0.030
0.020
0.025
0.015
0.015
0.020
0.010
0.015
0.010
0.010
0.005
0.005
0.005
0.000 0.000 0.000
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time Jan 2018 Time
Diversion Weir_Outlet from Site to Detention Basin to Basin Outlet Diversion PipeWeir1 from Site to Detention Basin to Basin Outlet
ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.000] ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.031]
ECN_0.2EY_15min_10[Max 0.000] ECN_10pct_15min_10[Max 0.000] ECN_0.2EY_15min_10[Max 0.052] ECN_10pct_15min_10[Max 0.061]
ECN_5pct_15min_10[Max 0.000] ECN_2pct_15min_10[Max 0.000] ECN_5pct_15min_10[Max 0.070] ECN_2pct_15min_10[Max 0.068]
ECN_1pct_15min_10[Max 0.000] ECN_1pct_15min_10[Max 0.075]
1.0
0.07
0.8
Bypass Node
0.6
0.06
0.4
0.05
0.2
Flow
Flow
0.0 0.04
-0.2
0.03
-0.4
0.02
-0.6
-0.8 0.01
-1.0
0.00
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time
[OCR of page images]
Flow
Flow
Diversion LowFlow100mm from Site to Detention Basin to Basin Outlet
Le
ECN_63pct_15min_10[Max 0.040]
Le
ECN_0.5EY_15min_10[Max 0.044]
ECN_0.2EY_15min_10[Max 0.049]
—
ECN_5pct_15min_10[Max 0.054]
—
ECN_1pct_15min_10[Max 0.057]
ECN_10pct_15min_10[Max 0.051]
ECN_2pct_15min_10[Max 0.054]
Diversion MidFlow100mm from Site to Detention Basin to Basin Outlet
Lt
ECN_63pct_15min_10[Max 0.011]
zz
ECN_0.5EY_15min_10[Max 0.020]
ECN_0.2EY_15min_10[Max 0.028]
Le
ECN_Spct_15min_10[Max 0.036]
az
ECN_1pct_15min_10[Max 0.040]
ECN_10pct_15min_10[Max 0.032]
ECN_2pct_15min_10[Max 0.037]
0.040
0.055
0.050 0.035
0.045
0.030
0.040
0.035 0.025
0.030 é
< 0.020
0.025
0.015
0.020
0.015 oot10
0.010
0.005
0.005
0.000 sil al 0.000 J
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time
Diversion Weir_Outlet from Site to Detention Basin to Basin Outlet Diversion PipeWeir1 from Site to Detention Basin to Basin Outlet
a Le Le Le
ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.000] ECN_63pct_15min_10[Max 0.000] ECN_0.5EY_15min_10[Max 0.031]
ECN_0.2EY_15min_10[Max 0.000] ECN_10pct_15min_10[Max 0.000] ECN_0.2EY_15min_10[Max 0.052] ECN_10pct_15min_10[Max 0.061]
bel a
ECN_Spet_15min_10[Max 0.000] ECN_2pct_15min_10[Max 0.000] ECN_Spct_15min_10[Max 0.070] ECN_2pct_15min_10[Max 0.068]
az zz
ECN_1pet_15min_10[Max 0.000] ECN_1pct_15min_10[Max 0.075]
1.0
0.07
08 4
06 0.06
04
0.05
0.2
0.0 3 0.04
i
-0.2
0.03
-0.4
0.02
-0.6
08 0.01
1.0
0.00
1 Mon 1AM 2AM 3AM 4AM 1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time Jan 2018 Time
Flow
Diversion High_outlet100mm from Site to Detention Basin to Basin Outlet
zz
ECN_0.5EY_15min_10[Max 0.012]
—
ECN_63pct_15min_10[Max 0.002]
ECN_0.2EY_15min_10[Max 0.022]
Le
ECN_5pct_15min_10[Max 0.032]
az
ECN_‘pct_15min_10[Max 0.036]
ECN_10pct_15min_10[Max 0.027]
ECN_2pct_15min_10[Max 0.032]
0.035
0.030
0.025
0.020
0.015
0.010
0.005
0.000 J
1 Mon 1AM 2AM 3AM 4AM
Jan 2018 Time
Bypass Node
Name Storm Max Flow
Bypass ECN_63pct_15min_10_|0.003
Bypass ECN_0.5EY_15min_10_|0.005
Bypass ECN_0.2EY_15min_10 {0.006
Bypass ECN_10pct_15min_10 }0.007
Bypass ECN_Spct_15min_10_|0.009
Bypass ECN 2pct_15min_10 | 0.008
Bypass ECN_ipct_ 15min 10_}|0.009
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